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Supplementary Cementitious Materials (SCMs) offer a sustainable way to reduce cement usage, enhance concrete durability and lower the environmental impact of construction. ICR discusses integrating industrial byproducts like fly ash and slag as SCMs support resource conservation, cost savings, and long-lasting infrastructure.

The construction industry is at a pivotal juncture, facing increasing pressure to adopt sustainable practices amidst growing environmental concerns. As a major contributor to global greenhouse gas emissions, the industry recognises the urgent need for innovative solutions to minimise its ecological footprint. One such solution is the use of Supplementary Cementitious Materials (SCMs), which have emerged as vital components in the quest for sustainable concrete production. SCMs not only reduce the reliance on Portland cement—one of the most significant contributors to carbon emissions in construction—but also enhance the performance and durability of concrete.
According to a research report published by Spherical Insights & Consulting, the Global Supplementary Cementitious Materials Market Size is Expected to Grow from USD 25.40 Billion in 2023 to USD 47.70 Billion by 2033, at a CAGR of 6.50 per cent during the forecast period 2023-2033. Asia Pacific is estimated to hold the largest share of the supplementary cementitious materials market over the forecast period.
The market for supplementary cementitious materials is experiencing rapid growth, driven by factors such as rapid/fast-paced urbanisation and infrastructure development in emerging economies like China, India, Malaysia, and Singapore. Supportive policies and regulations, coupled with rising demand for durable concrete with lower penetrability, are key drivers impelling the surge in demand for supplementary cementitious materials.

Understanding SCMs
SCMs are materials that can be used to replace a portion of Portland cement in concrete. They react with calcium hydroxide to form additional cementitious compounds, thereby enhancing the concrete’s properties. SCMs include a variety of materials, such as fly ash, ground granulated blast-furnace slag (GGBS), silica fume and natural pozzolans.

  • Fly ash: Fly ash is a byproduct from burning pulverised coal in electric power generating plants. It is collected from the flue gases and is commonly used in concrete due to its pozzolanic properties. Fly ash can improve workability, reduce water demand, and enhance long-term strength and durability. Its fine particles fill voids within the concrete matrix, resulting in a denser and more impermeable material.
    In an authored article by Dr Supradip Das, Vice Chairman, CED 41 (BIS), for NBM&CW, he points out that compared to cement and water, the chemical reaction between fly ash and calcium hydroxide occurs at a slower pace, leading to a delayed setting time in concrete, which promotes enhanced hardening. He explains how this slower hardening, together with the varying properties of fly ash, can present substantial challenges in concrete production. In India, ash ponds currently occupy approximately 65,000 acres, and fly ash production is projected to exceed 235 million tonnes by 2024, he elaborates.
  • GGBS: This material is obtained by rapidly cooling molten iron slag from a blast furnace with water or steam. GGBS is known for its high strength and durability, particularly in aggressive environments where concrete is exposed to chlorides or sulphates. It not only enhances the concrete’s mechanical properties but also contributes to its resistance to corrosion and shrinkage.
  • Silica fume: Silica fume is a byproduct of the production of silicon metal or ferrosilicon alloys. It is extremely fine, with a particle size much smaller than that of cement. When added to concrete, silica fume significantly increases strength, reduces permeability, and enhances durability. Its high silica content promotes additional pozzolanic reactions, leading to a denser concrete matrix.
  • Natural pozzolans: Natural pozzolans, such as volcanic ash and pumice, have been used in construction for centuries. They react with calcium hydroxide in the presence of moisture to form compounds with cementitious properties. These materials are particularly valuable in regions where volcanic ash is abundant, as they are sustainable alternatives that can improve concrete’s performance.

Benefits of Using SCMs
The incorporation of SCMs into concrete mixtures offers numerous benefits that align with sustainable construction practices:

  • Enhanced durability: Concrete containing SCMs exhibits improved durability characteristics, including increased resistance to sulfate attack, reduced permeability, and enhanced longevity. This durability translates into lower maintenance costs and longer service life for structures.
  • Reduced carbon footprint: The use of SCMs significantly decreases the amount of Portland cement required in concrete. As cement production is responsible for approximately 8 per cent of global CO2 emissions, reducing its usage through SCMs can lead to substantial reductions in greenhouse gas emissions.
  • Improved workability: SCMs like fly ash improve the workability of fresh concrete, making it easier to place and finish. This can lead to enhanced productivity on construction sites and reduced labour costs.
  • Cost-effectiveness: By substituting a portion of cement with SCMs, construction projects can achieve cost savings. Fly ash and GGBS, being industrial byproducts, are often more affordable than Portland cement.
  • Waste Utilisation: The use of SCMs promotes recycling and waste reduction. By utilising industrial byproducts such as fly ash and slag, the construction industry can contribute to a circular economy.

Vimal Joshi, Assistant General Manager – Quality Control, Wonder Cement, says, “SCMs like fly ash, slag and silica fume significantly enhance the durability and strength of concrete, particularly under diverse environmental conditions. Fly ash improves workability and extends the setting time, making it ideal for mass concrete projects and hot climates. The fine particles fill voids in the cement matrix, reducing permeability and enhancing resistance to sulphate and chloride attack, thus increasing durability. Slag, with its slow hydration properties, improves long-term strength and is particularly effective in reducing thermal cracking in massive concrete structures. It also enhances resistance to aggressive chemicals, making it suitable for marine environments and industrial applications.”
“Silica fume, known for its ultrafine particles, increases the density of concrete, boosting both compressive strength and durability, especially in harsh environments. By incorporating SCMs, we create concrete that is more resilient to environmental stressors, ensuring longer-lasting structures with reduced maintenance needs” he adds.

Sustainable construction
Sustainable construction practices are increasingly prioritised due to their environmental, social and economic impact. SCMs play a pivotal role in this paradigm shift. By integrating SCMs into concrete production, the construction industry can achieve:

  • Reduced resource consumption: By minimising the reliance on virgin materials, SCMs contribute to the conservation of natural resources. This is particularly important in regions where natural aggregates and raw materials are scarce.
  • Promotion of circular economy: The use of byproducts like fly ash and slag exemplifies a circular economy approach, where waste materials are repurposed for new applications. This not only reduces landfill waste but also promotes sustainable sourcing practices.
  • Alignment with green building certifications: Many green building rating systems, such as LEED (Leadership in Energy and Environmental Design), encourage the use of SCMs. By incorporating these materials, projects can earn credits for sustainability, making them more appealing to environmentally conscious clients.

Tushar Khandhadia, General Manager – Production, Udaipur Cement Works, says, “SCMs provide an environmentally friendly alternative to traditional Portland cement by reducing the amount of clinker required to produce cement. Clinker is the main ingredient in Portland cement and is produced by heating limestone and other raw materials to high temperatures, which releases significant GHG emissions. Thus, by using SCMs, less clinker is required, thereby reducing GHG emissions, energy use and the environmental impact of cement production. Some SCMs such as fly ash and slag are by-products of other industrial processes, meaning that their use in cement production reduces waste and enhances resource efficiency. Moreover, the use of SCMs can enhance the properties of concrete, thereby increasing its durability and service life which helps to further reduce the overall embodied carbon of the structure.”

“In short, the use of SCMs contributes to reducing the carbon footprint of cement production by improving the efficiency of resource utilisation and reducing greenhouse gas (GHG) emissions during the production process. This has led to an increased demand for SCMs in the construction industry, as environmental concerns and sustainable development goals have become more prominent factors in the selection of building materials,” he adds.

Performance Characteristics of SCMs
The performance characteristics of concrete are significantly enhanced when SCMs are incorporated. Key attributes include:

  • Increased Compressive Strength: Studies have demonstrated that concrete containing SCMs, particularly silica fume and GGBS, can achieve higher compressive strengths compared to conventional concrete mixtures. This is crucial for high-performance applications, such as high-rise buildings and infrastructure.

Dr SB Hegde, Professor, Jain College of Engineering and Technology, Hubli, and Visiting Professor, Pennsylvania State University, USA states, “The raw mix plays a vital role in clinker formation. A high liquid phase due to improper ratios of silica, alumina, and iron oxide can lead to excessive melting. Controlling the silica modulus (SM: 2.3-2.7) and alumina modulus (AM: 1.3-1.8) ensures a more stable clinker and reduces the risk of red river formation. If the raw mix is improperly proportioned, red river formation becomes more likely due to high fluxing compounds that melt at lower temperatures. The occurrence of red river has numerous negative impacts on both clinker quality and kiln performance.”

  • Reduced permeability: SCMs improve the density of the concrete matrix, leading to reduced permeability. This characteristic is vital for structures exposed to harsh environmental conditions, as it minimises water ingress and subsequent damage.
  • Altered hydration kinetics: The presence of SCMs can influence the hydration process of cement, often resulting in a slower but more sustained release of heat. This is beneficial in mass concrete applications where heat buildup can lead to cracking.
  • Long-term strength development: Concrete containing SCMs typically exhibits improved long-term strength characteristics. While initial strength development may be slower, the overall strength continues to increase over time as the pozzolanic reactions progress.

Guidelines and Standards
The effective use of SCMs in concrete is governed by various guidelines and standards. In India, the Bureau of Indian Standards (BIS) has established specific specifications for the use of fly ash and GGBS in concrete.

  • IS 456:2000: This Indian Standard provides general guidelines for the use of SCMs in concrete and outlines performance requirements to ensure the quality of construction materials. Adherence to these standards is crucial for maintaining the integrity and performance of concrete.
  • IS 1489 (Part 1 and Part 2): These standards specifically address the use of fly ash and GGBS, providing criteria for their quality, chemical composition, and performance in concrete.

Following these guidelines ensures that SCMs contribute positively to concrete performance, supporting the construction of durable and sustainable structures.

Challenges in SCM Adoption
Despite their numerous advantages, several challenges hinder the widespread adoption of SCMs in India:

  • Quality variability: The quality of SCMs can vary significantly depending on their source and production methods. This variability can lead to inconsistencies in concrete performance, necessitating rigorous quality control measures.
  • Regulatory barriers: A lack of comprehensive regulations and standards for SCMs can impede their acceptance and use in construction projects. Greater clarity and uniformity in regulations would facilitate broader adoption.
  • Compatibility issues: Different types of cement and SCMs may not always be compatible, leading to challenges in mix design. It is essential to conduct thorough testing to ensure that the chosen SCMs integrate well with the cement used in a specific project.

Shreesh A Khadilkar, Consultant and Advisor, and Former Director Quality and Product Development, ACC says, “Clinkers with good reactivity are observed to show 1 Day strengths in lab ground cements of 30 to 35 MPa. Higher values being observed when clinker alkali sulphates are high (especially with Petcoke as fuel), the achieved Blaine’s and quantity of nibs removed from the lab ground cement, in the fixed grinding time is also indicative of clinker grindability. Judicious raw mix optimisation with existing or alternative corrective materials (with the fuel mix used by the plant) can be attempted so as to have a clinker with improved reactivity/hydraulic potential. In a running plant the approach has to be by attempting small gradual changes to clinker composition and assessing the impact of the changes, on kiln performance and clinker quantity.”
Awareness and training: There is a need for increased awareness and training among construction professionals regarding the benefits and proper use of SCMs. Educating stakeholders can drive their acceptance and utilisation.

Successful Applications of SCMs
Several projects across India have successfully demonstrated the benefits of using SCMs, showcasing their effectiveness in enhancing concrete performance while reducing environmental impact:

  • Delhi Metro Rail Corporation (DMRC): In the construction of the DMRC, high volumes of fly ash were used to produce concrete. This decision resulted in substantial cost savings, improved workability, and reduced environmental impact. The use of SCMs also contributed to the project’s overall sustainability goals.
  • Narmada River Valley Project: In this project, GGBS was incorporated into the concrete mix, enhancing the durability and longevity of structures exposed to the water-saturated environment. The use of GGBS ensured that the concrete could withstand the harsh conditions prevalent in the region, reducing maintenance needs and extending the service life of the structures.

These case studies illustrate the practical benefits of using SCMs in large-scale construction projects, reinforcing their viability as sustainable alternatives.

Future Trends in SCM Use
As the Indian cement industry evolves, several trends are expected to shape the future of SCM utilisation:

Innovations in materials: Research into new SCMs, such as bio-based materials and advanced pozzolans, is on the rise. These innovations may expand the range of materials available for sustainable concrete production, providing more options for construction professionals.
Increased awareness: Growing awareness among construction professionals about the benefits of SCMs is likely to drive their adoption. Workshops, seminars, and training programs can play a crucial role in educating stakeholders about proper mix design and applications.
Government support: Policymakers can promote the use of SCMs by offering incentives for sustainable construction practices. This can include subsidies, tax breaks, or recognition for projects that utilise SCMs, encouraging broader acceptance.
Technological advancements: Advances in technology may facilitate better quality control, enabling more consistent production of SCMs and improving their integration into concrete mixtures.

Conclusion
SCMs represent a vital component in the transition toward more sustainable concrete production. By incorporating these materials, the Indian cement industry can significantly reduce its carbon footprint, enhance concrete performance, and contribute to a circular economy. While challenges remain, the benefits of SCMs far outweigh the drawbacks, making them an essential element in the future of sustainable construction. As awareness grows
and innovations emerge, SCMs are poised to play an even more significant role in shaping a greener built environment.

– Kanika Mathur

Concrete

Protect Your Margins

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In a research-backed article, Dr SB Hegde examines why carbon-adjusted profitability and LC3 will decide the next set of winners in cement manufacturing.

The Indian cement industry has achieved world-class operational efficiency through lower specific energy consumption, high plant utilisation and a reduced average clinker factor of approximately 67.5 per cent. These traditional measures of operational excellence remain essential. However, they are no longer sufficient. Carbon now carries a measurable financial cost under India’s Carbon Credit Trading Scheme (CCTS) and under European carbon markets. Future leadership will be defined by carbon-adjusted profitability, the ability to generate strong returns while systematically lowering the carbon intensity of every ton sold.
Limestone calcined clay cement (LC3) offers a practical, scalable pathway to achieve this dual objective. By replacing up to 50 per cent of clinker with calcined clay and limestone, LC3 can reduce CO2 emissions by 30–40 per cent while delivering comparable or superior durability performance.
This article examines the technical foundations of LC3, European industrial practices, the emerging Indian carbon market and a concrete roadmap for Indian companies to embed carbon-adjusted metrics and LC3 into daily operations, incentives and commercial strategy.

Limits of traditional operational excellence
For many years, plant performance has been judged primarily by five indicators: specific heat consumption, specific power consumption, kiln and mill utilisation, clinker factor and overall equipment effectiveness. These metrics drove continuous improvement and helped the industry reduce energy use and increase the share of blended cement. Three structural changes have rendered them incomplete as sole measures of success.
First, carbon now carries a real or opportunity cost. Plants that improve volume or lower cash cost while raising or stagnating emissions intensity create a hidden liability that will surface as CCTS trading matures and as green procurement expands.
Second, lower-carbon products such as LC3 and high-performance blended cements are creating differentiated market segments. Customers in infrastructure, real estate and export-oriented construction are beginning to specify embodied-carbon limits.
Third, investors and lenders increasingly treat carbon intensity as a financial risk factor. Traditional KPIs can mask the divergence between short-term cash profit and long-term carbon-adjusted value.

What is carbon-adjusted profitability?
Carbon-adjusted profitability evaluates normal profit after explicit adjustment for carbon performance. A practical expression is:
Carbon-Adjusted EBITDA = Conventional EBITDA – Carbon Cost + Green Premium Income
Carbon cost may be an internal carbon price, the actual cost of purchasing Carbon Credit Certificates under CCTS, or the opportunity cost of high emissions relative to peers. Green premium income arises when customers pay more for verified lower-carbon cement or when the company sells surplus credits. Tracking both conventional and carbon-adjusted profit side-by-side gives management a clearer picture of value creation under evolving market rules.

Table 1. Traditional KPIs versus Carbon-Adjusted Leadership Metrics
Traditional Focus New Leadership Metric Why It Matters
Specific energy consumption Emissions intensity (kg CO2/t cement) Directly linked to future CCTS and CBAM costs
Kiln utilisation Carbon-adjusted contribution margin Reveals true value of incremental volume
Clinker factor Share of lower-carbon products sold (incl. LC3) Measures commercial success of the transition
Power cost per tonne Effective carbon cost per tonne sold Expose hidden liabilities
Absolute EBITDA Carbon-adjusted EBITDA + green premium Aligning profit with future market reality

LC3: Technical foundations and performance advantages
LC3 is a ternary blended cement that typically combines approximately 50 per cent clinker, 30 per cent calcined clay, 15 per cent limestone and 5 per cent gypsum (the classic LC3-50 formulation). The decisive technical advantage is that clay is calcined at 700–850 °C, far below the 1,450 °C required for clinker production. This lower temperature, together with the substantial reduction in clinker content, delivers CO2 reductions of 30–40 per cent relative to ordinary Portland cement (OPC).
Chemistry is synergistic. Calcined kaolinitic clay (metakaolin) reacts with calcium hydroxide from clinker hydration and with limestone to form additional C-A-S-H gel and carboaluminate phases. These phases densify the microstructure, reduce porosity and improve durability.
Field experience shows superior resistance to chloride ingress, sulphate attack and alkali–silica reaction. Early-age strength can match OPC with high-reactivity clays; later-age strengths routinely meet 42.5 and 52.5 grade requirements.
Importantly, LC3 does not require high-purity kaolin. Clays with 40 per cent or even lower kaolinite content can be activated successfully, expanding raw-material availability across India. Calcination can use adapted rotary kilns or dedicated flash calciners, making the technology compatible with existing plant infrastructure and far less capital-intensive than carbon capture.
Economic analyses show that LC3 can be produced at equal or lower cost than OPC in many locations because of reduced energy demand and cheaper clay. Life-cycle assessments consistently report 30–40 per cent lower embodied CO2 per tonne of cement.
Table 2. Comparative profile: OPC versus LC3-50
Parameter OPC LC3-50
Typical clinker content ~95 per cent ~50 per cent
CO2 emissions (relative) Baseline (≈0.85 t CO2/t cement process + fuel) 30–40 per cent lower
Clay calcination temperature Not applicable 700–850 °C
Key hydration products C-S-H, portlandite, ettringite C-A-S-H + carboaluminates
Chloride & sulphate resistance Good Superior
Production cost potential Baseline Equal or lower in most locations
Infrastructure compatibility Existing High (minor adaptations)

In India, commercial adoption has begun in earnest. JK Cement commenced the first commercial production of LC3 in the Indian subcontinent at its Mangrol plant in Rajasthan in 2025 under BIS standard IS 18189.
By early 2026, approximately 2,000 tonnes had been produced and sold, avoiding an estimated 500 tonnes of CO2. JK Lakshmi Cement followed with commercial launch of its Green PRO LC3 grade from the Jaykaypuram plant. As of mid-2026, two producers are supplying LC3 to the market. The first large-scale infrastructure application is the Noida International Airport (Jewar), where LC3 was used in the runway and a building complex, demonstrating full constructability and performance under demanding conditions. These early volumes are still small relative to national cement demand, but they mark the critical transition from pilot to commercial reality. Companies that scale capacity now will be positioned to capture both CCTS credits and emerging green-procurement demand.

Why the shift is accelerating
According to the World Bank’s State and Trends of Carbon Pricing 2026, direct carbon pricing now covers nearly 30 per cent of global greenhouse-gas emissions and generated more than US$107 billion in public revenue in 2025. The average global carbon price stands at approximately US$21 per tonne, although regional prices vary widely.
In Europe, the EU ETS price has traded near €80–85 per tonen in mid-2026. Free allocation for cement is being withdrawn in parallel with CBAM. European producers therefore face a clear signal: every tonne of avoided CO2 improves both compliance and competitiveness. Holcim has scaled calcined-clay production, including Europe’s first dedicated line at Saint-Pierre-la-Cour (France) and a second line in the Czech Republic (2026). Heidelberg Materials, Cementir (FUTURECEM) and others have commercialised low-clinker calcined-clay blends across multiple markets, showing that carbon-adjusted profitability is already reshaping capital allocation in the world’s most mature carbon market.India’s CCTS is now operational. Binding emission intensity targets apply to 186 cement facilities for FY 2025–26 and FY 2026–27. Average required reductions for integrated plants are modest (around 2.7 per cent by FY 2027), yet the direction is clear.
Trading of Carbon Credit Certificates is expected in the second half of 2026, with early prices likely in the `800–1,500 per tonne range. Plants that outperform targets can sell credits; those that underperform must buy them or face compensation. Cement is well positioned to be a net supplier of credits if clinker factor continues to fall through LC3 and other low-clinker systems.

Way forward for India
India starts from a strong baseline, world-class energy efficiency and a clinker factor already lower than the global average. The next competitive frontier is the deliberate reduction of process emissions through clinker substitution at scale. LC3 is uniquely suited to Indian conditions because suitable clays are widely distributed, the technology fits existing kiln and grinding infrastructure, and the resulting product can meet the performance demands of both infrastructure and building construction.
A practical national pathway contains five interlocking elements:

  1. Standards and acceptance: Accelerated finalisation and promotion of BIS specifications for calcined-clay and limestone–calcined-clay cements will remove a key barrier to commercial uptake. Alignment with European practice (EN 197-5) can facilitate knowledge transfer and export readiness.
  2. Supply-chain development: Investment in flash calcination capacity and systematic characterisation of regional clay deposits will secure reliable, low-cost feedstock. Existing rotary kilns can be adapted for initial volumes while dedicated calciners are built.
  3. Incentive alignment: Part of variable compensation for plant managers, sales teams and senior leadership should be linked to emissions intensity reduction and to the volume of lower-carbon products (including LC3) sold. Without this link, traditional volume and cost targets will continue to dominate behaviour.
  4. Product-level carbon accounting: Reliable measurement of emissions intensity at the individual cement grade level, supported by third-party verification where required, is essential for both CCTS compliance and credible green claims.
  5. Demand-side pull: Green public procurement policies that specify maximum embodied-carbon thresholds for major infrastructure projects will create a predictable market for LC3 and other low-carbon cements, accelerating scale and cost reduction.
    Companies that treat LC3 as a strategic product line rather than a niche offering will be better positioned to generate surplus Carbon Credit Certificates, capture any emerging green premium, and protect margins as carbon costs rise.

Organisational changes required
Technical capability alone is insufficient. Three organisational shifts are required.
Daily management: Emissions intensity must appear on the same daily and monthly dashboards as heat consumption, power consumption and utilization. Plant reviews should examine both conventional and carbon-adjusted results.
Incentives: A meaningful portion of bonuses for plant heads, technical teams and sales leadership should be tied to lower emissions intensity and successful commercialisation of LC3 and other low-carbon grades.
Commercial approach: Sales teams need clear volume and pricing targets for lower-carbon products, supported by technical service that helps customers specify and place the material correctly. Without commercial pull, excellent technical performance remains under-utilised.

Table 3. Three-stage roadmap to carbon-adjusted profitability
Time Horizon Priority Actions Expected Outcome
Next 12 months Add emissions intensity to plant dashboards; establish internal carbon price; initiate LC3 pilot production and customer trials Visibility and early organisational learning
12–24 months Revise incentive systems; scale LC3 and other low-carbon grades to key accounts; secure third-party verification capability People and sales aligned with carbon goals
24–36 months Embed carbon-adjusted metrics in board reporting and capital allocation; expand calcined-clay capacity Full system integration and competitive advantage

Questions senior leaders should ask
Boards can accelerate the transition by insisting on answers to a short list of questions:
• Is our carbon-adjusted profit improving, stable or declining relative to conventional EBITDA?
• Did recent volume growth improve or worsen our emissions intensity?
• What share of sales already comes from lower-carbon products, including LC3, and what is the trajectory?
• How exposed is our capital expenditure plan to rising carbon costs under CCTS and potential CBAM-related requirements?
• Do our incentive systems still reward only volume and cost, or have they been updated to include carbon performance?
Treating carbon with the same seriousness as energy cost or kiln utilization does not diminish operational excellence; it expands the definition of excellence to match the new competitive reality.

Looking ahead
By 2030 the gap between leading and lagging cement companies will not be decided by who records the lowest specific heat consumption. It will be decided by who delivers the strongest carbon-adjusted profits.
Absolute emissions may still rise as national production grows. That is not the issue. Companies that reduce intensity year after year and successfully sell cleaner products will pull ahead in both domestic and export markets. Those that do not will fall behind, even if their traditional efficiency numbers look strong.
Operational excellence built the Indian cement industry. It remains the foundation. It is no longer the complete picture. Carbon-adjusted profitability is the clearer measure of success.
LC3 is not a distant technology. It is available now. It cuts CO3 by 30–40 per cent, works with existing plants, and is already in commercial production in India. Companies that treat it as a strategic product, not a pilot, will protect their margins and generate tradable credits.
Leaders who act now will place carbon metrics on daily dashboards, link incentives to intensity reduction and LC3 sales, invest in calcined-clay capacity, and build commercial capability to sell lower-carbon products. They will shape the next chapter of the industry.

References

  1. World Bank. (2026). State and Trends of Carbon Pricing 2026. Washington, DC: World Bank Group.
  2. International Carbon Action Partnership (ICAP). (2026). India Carbon Credit Trading Scheme – Status and Coverage. Berlin: ICAP.
  3. Ministry of Environment, Forest and Climate Change / Bureau of Energy Efficiency. (2025). Greenhouse Gases Emission Intensity Target Rules, 2025. New Delhi: Government of India.
  4. Scrivener, K., Martirena, F., Bishnoi, S., & Maity, S. (2018). Calcined clay limestone cements (LC3). Cement and Concrete Research, 114, 49–56.
  5. RMI. (2024). The Business Case for LC3. Rocky Mountain Institute.
  6. European Commission. (2026). EU Emissions Trading System – Allowance Price Data and Free Allocation Phase-out Schedule. Brussels.
  7. Holcim. (2025–2026). Scaling Calcined Clay for Sustainable Building – Corporate Updates on European and Latin American Capacity. Zurich: Holcim Ltd.
  8. LC3 Project / EPFL. (2026). LC3 – A Guide to Best Practices for Scalable, Affordable and Sustainable Low-Carbon Building. Lausanne: École Polytechnique Fédérale de Lausanne.
  9. Business Today / Industry Reports. (2026). First Large-Scale LC3 Application at Noida International Airport, Jewar. New Delhi.
  10. NITI Aayog / Industry Analyses. (2026). Roadmap and Baseline Performance Indicators for the Indian Cement Sector. New Delhi.
  11. Springer / Innovative Infrastructure Solutions. (2026). LC3 Systems: A Review of Chemistry, Performance, Durability and Sustainability toward Market Adoption.
  12. Cementir Holding / Industry Sources. (2025–2026). FUTURECEM and Related Low-Clinker Technologies in Europe.
  13. Climate Risk Horizons & Independent Analyses. (2026). Assessment of Emission Intensity Targets under India’s CCTS for Cement and Other Hard-to-Abate Sectors.
  14. GCCA / TERI. (Various years). Decarbonization Roadmaps for the Indian Cement Industry.
  15. EN 197-5:2021. Cement – Part 5: Portland-composite cement CEM II/C-M and Composite cement CEM VI. European Committee for Standardization.

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Concrete

More Oversight Makes Cement Plants Less Safe

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Dijam Panigrahi makes a counterintuitive but data-backed argument that routing every sensor alert through human approval does not make cement plants safer.

India’s cement industry has spent the last two years wiring kilns, mills and coolers with sensors and automated control systems, and the safety case for doing so is strong on paper. Contract workers still make up the majority of the industry’s workforce, and fatal accidents remain a recurring problem. The Indian National Cement Workers Federation has noted that around 83 per cent of workers in the sector hold precarious positions, a fact that resurfaced after an oxygen cylinder explosion killed three contract workers at a plant in Chhattisgarh.
Industry tallies compiled by IndustriALL found cement plants recorded at least seventeen accidents in one year with 21 workers killed, and ten accidents the following year with nine killed, most of them contract staff. Automated monitoring, in theory, closes that gap. A sensor never gets complacent and never skips a check because a shift is short staffed.
However, plants that respond by routing every anomaly reading to a person for approval are quietly building a system that fails the same way understaffing does. When operators receive dozens of flagged deviations a shift, most of them minor, they learn a simple lesson: the fastest way through the queue is to approve without reading closely. The safety benefit disappears, not because the technology failed, but because the humans supervising it adapted to the volume.

Why alerts get ignored
A study cited by manufacturing technology publisher Applied SmartFactory found more than 95 per cent of alarms in a semiconductor fab were low priority, and only about 4 per cent ever triggered an action, with just 100 out of 5,000 alarms accounting for 70 per cent of all alarm activity. The mechanism is the same whether the trigger is a vibration sensor or an AI model flagging a kiln temperature swing. Once the ratio of noise to signal crosses a threshold, workers stop treating the system as a decision aid and start treating it as a formality to clear.
The scale of AI deployment underway makes this more than a theoretical risk. Stanford’s 2026 AI Index Report found organisational adoption of AI has reached 88 per cent, even as documented AI incidents rose to 362 in 2025, up sharply from 233 the year before, according to analysis of the report. The Index also found only about a third of organisations have adopted a formal governance framework, with NIST’s AI Risk Management Framework cited by 33 per cent and ISO/IEC 42001 cited by 36 per cent.
Most manufacturers are deploying monitoring systems faster than they are building the judgment for when a flagged event actually needs a person’s attention. In India, plants run by JK Cement have begun pairing CCTV feeds with AI to define safe zones around heavy machinery, a promising direction that still depends on operators trusting and reading the alerts the system generates.

A three-tier model for cement plant
The fix is not less monitoring or more monitoring. It is classifying decisions by risk and by novelty, rather than treating human oversight as a single switch that is either on or off. A workable model sorts factory floor events into three tiers.
The first tier, proceed, covers deviations the plant has seen before that fall within known safe bounds, such as a kiln feed rate adjustment within an established range. These should run without a stop for approval, because routing them to a person only trains that person to click through.
The second tier, pause, covers events that are unusual but not yet dangerous, such as a vibration reading trending toward a limit or a fuel blend shifting outside its typical mix. These warrant a brief human check before the system proceeds, giving an operator the chance to apply judgment the model does not yet have.
The third tier, escalate, covers events that are both high risk and unfamiliar, such as a pressure reading combined with a temperature spike that has no close precedent in the plant’s history. These should stop the process entirely and require a decision from someone with the authority to shut down a line.

Who should set the threshold
Where these tiers get drawn matters as much as the framework itself. Threshold setting is frequently handed to the vendor supplying the monitoring software or to a plant’s IT department, both of which understand the technology but not the specific tolerances of a given kiln, mill or line. Operations staff, who know that a particular grinding unit runs hotter under monsoon humidity or that a calciner behaves differently after a refractory reline, are better positioned to calibrate what counts as routine on their own equipment.
Handing threshold ownership to operations does not remove IT or vendors from the process, but it puts the calibration decision closest to the people who live with its consequences on the floor.

Signals that oversight is actually working
A few concrete indicators reveal whether a monitoring setup is functioning as intended or simply providing the appearance of safety. The escalation rate over time is the first: a rate that stays flat or climbs slowly as operations mature is healthy, while one that spikes and then falls sharply often means operators have started overriding the system rather than engaging with it. Time to resolution is the second: escalations that take progressively longer to close suggest fatigue or confusion about ownership, not diligence. The third, and most telling, is how accurate the system’s own uncertainty estimates turn out to be, meaning whether events flagged as high risk actually correlated with real incidents, and whether events waved through stayed incident free. A system whose escalations do not track with actual outcomes trains operators toward the same complacency that unmonitored equipment produces.
None of this argues against automation in Indian cement manufacturing, where a labor structure built on contract work and a track record of serious accidents make better monitoring an urgent need. It argues for treating human oversight as a design problem with three distinct settings, rather than a single
dial turned up whenever a plant wants to look safer on paper.

About the author:
Dijam Panigrahi, Co-founder and COO, GridRaster, is a spatial computing platform for industrial enterprises and manufacturers.

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Concrete

The biggest gap arises from inconsistent leadership

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Anuj Kumar Mathur, Safety Consultant, stresses on the importance of closing the enduring gap between what safety systems say on paper and what actually happens on the plant floor.

Robust safety manuals, certified PPE and digital monitoring systems mean little if the culture on the plant floor does not enforce them. Safety Consultant Anuj Kumar Mathur has spent enough time in high-risk operations to know precisely where that gap opens and why it persists. In this exclusive interaction, he suggests feasible ways to strengthen the safety culture at a manufacturing unit.

Having led safety across high-risk fuel operations, what lessons can the cement industry adopt to strengthen its safety culture beyond regulatory compliance?
Beyond regulatory compliance, the cement industry should embed visible leadership commitment, proactive risk assessment, process safety management, strong contractor control, near-miss learning, and employee engagement to build a resilient safety culture that prioritises prevention, operational discipline and continuous improvement over mere compliance.

As cement plants become increasingly automated and digitally connected, how should organisations redefine their approach to process safety and operational risk?
As cement plants become increasingly automated, organisations should integrate process safety with digital risk management by strengthening cybersecurity, real-time monitoring, predictive maintenance, management of change and workforce competency to ensure safe, reliable and resilient operations.

What are the most common gaps between having robust safety systems on paper and achieving consistent safety performance on the ground?
The biggest gap arises from inconsistent leadership commitment on ground, weak safety culture, inadequate supervision, poor risk communication, insufficient workforce engagement specially, ineffective training and failure to translate procedures into disciplined execution, accountability and continuous monitoring at the operational level.

How can cement manufacturers better integrate contractor safety, leadership accountability and workforce behaviour to build a truly zero-harm workplace?
Manufacturers can achieve a zero-harm workplace by enforcing uniform safety standards for employees and contractors, strengthening leadership accountability, promoting proactive hazard reporting, enhancing competency through continuous training and fostering a culture where safe behaviour is recognised, expected and consistently practiced

What emerging technologies and safety practices do you believe will have the greatest impact on risk prevention in cement manufacturing over the next decade?
Artificial intelligence, IoT-enabled monitoring, predictive analytics, digital twins, wearable safety devices, drones, robotics and advanced process automation will significantly enhance hazard detection, predictive maintenance, real-time risk management, and worker protection, enabling safer and more resilient cement manufacturing.
IoT-enabled monitoring is the use of interconnected sensors and smart devices to continuously collect, transmit and analyse real-time data from equipment, processes and the work environment. This enables early detection of unsafe conditions, equipment failures, or abnormal operating parameters, allowing timely intervention before incidents occur.
In cement manufacturing, IoT-enabled monitoring can be used for:
• Monitoring kiln, crusher, and mill temperatures, pressures, and vibrations.
• Detecting overheating of bearings and motors to prevent failures.
• Monitoring dust concentration, gas leaks (CO, SO2, NOx), and oxygen levels.
• Tracking conveyor belt alignment and condition.
• Monitoring structural health of silos and
storage facilities.
• Tracking worker location and exposure to hazardous environments using wearable devices.
• Providing real-time alerts and predictive maintenance recommendations.


Benefits:
• Early hazard detection
• Reduced equipment downtime
• Improved process safety and reliability
• Lower maintenance costs
• Enhanced regulatory compliance
• Better decision-making through real-time data and analytics
In simple terms, IoT-enabled monitoring transforms periodic manual inspections into continuous, real-time surveillance of plant safety and equipment health.

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